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Plastic limit loads for idealized branch junctions under combined pressure and bending

  • Kuk Hee Lee
  • , Kang Mook Ryu
  • , Yun Jae Kim
  • , Ki Bong Yoon

研究成果: Conference contribution

抄録

Closed-form yield loci are proposed for branch junctions under combined pressure and in-plane bending, via small strain, three-dimensional FE limit load analyses using elastic-perfectly plastic materials. Comparison with extensive FE results shows that predicted limit loads using the proposed solutions are overall conservative and close to FE results. The proposed solutions are believed to be valid for the branch-to-run pipe radius and thickness from 0.0 to 1.0, and the mean radius-to-thickness ratio of the run pipe from 5.0 to 20.0.

本文言語English
ホスト出版物のタイトル17th European Conference on Fracture 2008
ホスト出版物のサブタイトルMultilevel Approach to Fracture of Materials, Components and Structures
ページ2538-2545
ページ数8
出版ステータスPublished - 2008 12月 1
外部発表はい
イベント17th European Conference on Fracture 2008: Multilevel Approach to Fracture of Materials, Components and Structures, ECF17 - Brno, Czech Republic
継続期間: 2008 9月 22008 9月 5

出版物シリーズ

名前17th European Conference on Fracture 2008: Multilevel Approach to Fracture of Materials, Components and Structures
3

Other

Other17th European Conference on Fracture 2008: Multilevel Approach to Fracture of Materials, Components and Structures, ECF17
国/地域Czech Republic
CityBrno
Period08/9/208/9/5

ASJC Scopus subject areas

  • 土木構造工学

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